scientific article

zbMath0516.73116MaRDI QIDQ3664606

M. T. Alimzhanov

Publication date: 1982

Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.

zbMATH Keywords

loss of stabilityrelationload carrying capacitybiunderground explosionscritical (minimum) pressureground around deep mining excavationshorizontal cylindrical and spherical openingshydrostatic pressure distributionLeibenson- Ishlinsky approachmaximum excavation diameterminimum allowable pressureminimum size of guard pillarsminimum tickness monolithic thick-walled reinforcementnon-hydrostatic pressure fieldnondisturbed groundnonelastic behaviours of surrounding mediaoptimum flexibilityoptimum parameters of reinforcement elementsrectangular and circular cross-sectionrising headingssingle horizontal openingsingle spherical excavationstability of equilibrium states of reinforcementsstraight and curved axisstress and displacement statesstresses in and around roof boltsthick-walled cylindrical and spherical shellsthick-walled reinforcement elementsthree-dimensional elastic-plastic continuum

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Inhomogeneity in solid mechanics (74E05) Shells (74K25) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99) Impact in solid mechanics (74M20) Optimization problems in solid mechanics (74P99) Dynamical problems in solid mechanics (74H99) Introductory exposition (textbooks, tutorial papers, etc.) pertaining to mechanics of deformable solids (74-01) Equilibrium (steady-state) problems in solid mechanics (74G99)

Related Items (3)

On the stability of the lining of a horizontal opening in a viscoelastic aging medium ⋮ Three-dimensional stability theory of deformed bodies. Internal instability ⋮ Three-dimensional stability theory of deformable bodies surface instability

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